SR1200 over CREEK
Map
Coordinates:
+35.92598, -76.3257735°55'34" N, 76°19'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1200 over CREEK |
Structure number: | 000000001770037 |
Location: | 0.4 MI.S.JCT.SR1204 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 490 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 84.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Fair | 490 | 84.7 |
February 2016 | Fair | Satisfactory | Satisfactory | Fair | 420 | 84.8 |
February 2014 | Fair | Satisfactory | Satisfactory | Fair | 420 | 84.8 |
February 2012 | Fair | Fair | Fair | Fair | 470 | 83.7 |
February 2010 | Fair | Fair | Fair | Satisfactory | 590 | 83.7 |
February 2008 | Good | Good | Good | Good | 530 | 95.8 |
March 2006 | Good | Good | Good | Good | 530 | 95.8 |
November 2003 | Good | Good | Good | Good | 520 | 95.8 |
March 2002 | Good | Good | Good | Good | 460 | 95.8 |
March 2000 | Good | Good | Good | Good | 430 | 95.8 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 430 | 95.8 |
February 1992 | Good | Good | Good | Good | 200 | 89.4 |